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dc.contributor.authorJiang Xiaoyu
dc.date.accessioned2017-05-08T23:55:21Z
dc.date.available2017-05-08T23:55:21Z
dc.date.copyrightJanuary, 1997
dc.date.issued1997
dc.identifier.issn1048-9002
dc.identifier.otherJVACEK-28836#46_1.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/119755
dc.description.abstractIn this paper, 3-D solutions of free vibrations are presented for isotropic and composite laminated cylindrical shells. The perturbation method and a variational principle are used to obtain the solutions which satisfy the 3-D differential equations of motion, the strain-displacement relations, the stress-strain relations, the boundary conditions and the continuity conditions at layer interfaces. The distributions of displacements and stresses in the shells are shown in figures. The free vibration frequencies are listed in tables. In the thickness direction of the shells, continuous displacements and stresses are obtained. And the importance of transverse shear stresses and transverse normal stress is analyzed.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.title3-D Vibration Analysis of Fiber Reinforced Composite Laminated Cylindrical Shells
dc.typeJournal Paper
dc.journal.volume119
dc.journal.issue1
dc.journal.titleJournal of Vibration and Acoustics
dc.identifier.doi10.1115/1.2889686
dc.journal.fristpage46
dc.journal.lastpage51
dc.identifier.eissn1528-8927
dc.keywordsFiber reinforced composites
dc.keywordsPipes
dc.keywordsVibration analysis
dc.keywordsStress
dc.keywordsShells
dc.keywordsFree vibrations
dc.keywordsFrequency
dc.keywordsComposite materials
dc.keywordsMotion
dc.keywordsThickness
dc.keywordsShear (Mechanics)
dc.keywordsVariational principles
dc.keywordsDifferential equations
dc.keywordsStress-strain relations
dc.keywordsBoundary-value problems AND Displacement
dc.treeJournal of Vibration and Acoustics:;1997:;volume( 119 ):;issue: 001
dc.contenttypeFulltext


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